| Author | Lan, Hsien-cheng |
| Call Number | AIT Thesis no.ST-94-12 |
| Subject(s) | Reinforced concrete construction
|
| Note | A thesis submitted in partial fulfillment of the requirements for the Degree of Master of
Engineering, School of Civil Engineering
|
| Publisher | Asian Institute of Technology |
| Abstract | The nonlinear finite element analysis program for two-dimensional reinforced
concrete structures subjected to in-plane loading called WCOMR is modified to be able to
incorporate the case of multi-directional reinforcements. By adopting the existing
constitutive models of concrete in WCOMR and extending those bi-linear models of
two-way orthogonal reinforcing bars to the case of multi-directional bars, constitutive
models of reinforced concrete plate elements with multi-directional reinforcements are
developed and implemented into the WCOMR program. The validity of the modified
WCOMR program is demonstrated through the comparisons with the past experimental
results of reinforced concrete plates subjected to in-plane stresses and reinforced concrete
cylinder subjected to pure torsion. |
| Year | 1994 |
| Type | Thesis |
| School | School of Civil Engineering |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
| Chairperson(s) | Aoyagi, Yukio ;Taweep Chaisomphob
|
| Examination Committee(s) | Worsak Kanok-Nukulchai
|
| Scholarship Donor(s) | Taiwan Provincial Government
Republic of China |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1994 |